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Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 171 Documents
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Vehicle Speed at Level Crossings with Asphalt and Precast Concrete Pavement Tri Ratna Darma Putra; Endang Widjajanti
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 3 (2026): Juli
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i3.724

Abstract

Level crossings require pavement surfaces that provide a smooth and stable transition between the roadway and railway tracks. In practice, asphalt and precast concrete panels, commonly referred to as Concrete Level Crossing (CLC), are used as pavement systems at level crossings in Indonesia. Differences in pavement characteristics may influence the speed behavior of vehicles approaching and traversing the crossing. This study evaluates vehicle speed and deceleration characteristics at level crossings with asphalt and CLC pavement on two-lane, two-way rural roads in West Java, Indonesia. Field observations were conducted at JPL 40 on Jalan Raya Cibadak–Sukabumi, which uses CLC pavement, and JPL 118 on Jalan Mohamad Toha, Parung Panjang, which uses asphalt pavement. Vehicle speeds were recorded at three observation points located 100 m and 50 m before the crossing and at the crossing itself. Four vehicle categories were analyzed: motorcycles, passenger cars, medium trucks, and heavy trucks. The results show that vehicles at the CLC crossing generally recorded higher speeds at the crossing point than vehicles at the asphalt crossing. At point C, the average speeds for motorcycles, passenger cars, medium trucks, and heavy trucks were 26.27, 24.07, 28.48, and 23.90 km/h, respectively, at the CLC crossing, compared with 19.59, 20.76, 21.66, and 20.42 km/h at the asphalt crossing. Deceleration characteristics varied according to vehicle type and observation zone. These findings indicate that pavement type is associated with differences in vehicle speed behavior at level crossings and should be considered in the evaluation of crossing pavement performance.

Page 18 of 18 | Total Record : 171

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